Parameter Identification of Long-Span Cable-Stayed Bridge Based on Grey-Neural Network
-
摘要: 为解决大跨度斜拉桥施工过程中观测噪声对结构参数识别的影响,以苏通大桥为工程背景,提出了基于灰色-神经网络的施工全过程参数识别方法.灰色系统理论与人工神经网络相融合,在小样本和数据不完备的情况下可以进行结构参数识别,并具有预测功能.苏通大桥参数识别的结果表明,参数识别后的计算值与实际结构挠度响应间的最大误差减小77%,与传统识别方法相比,灰色-神经网络方法的识别精度提高50%.Abstract: To solve the structural parameter identification problem with measurement noises during the construction process of long-span cable-stayed bridges,an entire-processed parameter identification method based on grey-neural network was proposed.The fusion of the grey system theory and the artificial neural network makes it possible to identify and forecast structural parameters even under the condition of insufficient samples or incomplete data.The identification results for the Su-Tong bridge show that with the proposed method the maximum error between post-identification result and real structural response decreases by 77% and the estimation accuracy is raised by 50% than with traditional ones.
-
陈太聪,韩大建.大跨度斜拉桥施工过程中的主梁节段自重识别[J].土木工程学报,2005,38(2):68-74.CHEN Taicong,HAN Dajian.Identification of self-weights of segmental girders during the construction process of a long-span cable-stayed bridge[J].China Civil Engineering Journal,2005,38(2):68-74.[2] 颜东煌.斜拉桥合理设计状态确定与施工控制[D].长沙:湖南大学土木工程学院,2001.[3] 李传习,刘扬,张建仁.基于人工神经网络的混凝土大跨度桥梁主梁参数实时估计[J].中国公路学报,2001,14(3):62-66.LI Chuanxi,LIU Yang,ZHANG Jianren.Real-time identification of girder parameters for long-span concrete bridges based on neural network[J].China Journal of Highway and Transport,2001,14(3):62-66.[4] YEO I,SHIN S,LEE H S,et al.Statistical damage assessment of framed structures from static responses[J].Journal of Engineering Mechanics,2000,126(4):414-421.[5] TIKHONOV A N,ARSENIN V Y.Solutions of ill-posed problems[M].New York:John Wiley Sons,Inc.,1977:67-86.[6] 周志刚,郭科,陈丽红.时序数据预测的灰色神经网络技术[J].统计与决策,2007(1):128-129.ZHOU Zhigang,GUO Ke,CHEN Lihong.Grey-neural network technology in prediction for time sequence[J].Statistics and Decision,2007(1):128-129.[7] 吕宏辉,钟珞,夏红霞.灰色系统与神经网络融合技术探索[J].微机发展,2000,10(3):3-5.L(U) Honghui,ZHONG Luo,XIA Hongxia.Exploring in fusion technology of grey system and neural networks[J].Microcomputer Development,2000,10(3):3-5.[8] 高玮,冯夏庭.基于灰色-进化神经网络的滑坡变形预测研究[J].岩土力学,2004,25(4):514-517.GAO Wei,FENG Xiating.Study on displacement predication of landslide based on grey system and evolutionary neural network[J].Rock and Soil Mechanics,2004,25(4):514-517.[9] 李乔,杨兴旺,卜一之.特大跨度斜拉桥变形的几何非线性效应分析[J].西南交通大学学报,2007,42(2):133-137.LI Qiao,YANG Xingwang,BU Yizhi.Effect of geometric nonlinearity on deformation of extra-long-span cable-stayed bridge[J].Journal of Southwest Jiaotong University,2007,42(2):133-137.
点击查看大图
计量
- 文章访问数: 1807
- HTML全文浏览量: 69
- PDF下载量: 411
- 被引次数: 0